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<br /> FOUNDATION NOTES `� WAYBQT
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<br /> +33" ELEVATION AT TOP OF CONCRETE ----� LOCATION OF DOWNSPOUT; REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � �
<br /> PROVIDE TIGHTLfNE AND RISER BOOT �
<br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURA.L NOTES SHEETS S1.0 & S1.1 FOR O
<br /> F.O.C. FACE 0� CONCftETE ADDfTIONAL REQUIREMENTS. 0 a
<br /> � GROUT REQUIRED C�? POST BASE CONCftETE CURBS/STEMS ARE 8" UNLESS NOTED. �
<br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THfCKNESS.
<br /> R-10 PERIMETER fNSULATiON c� �
<br /> REINFORCE W1TH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB, PR�VIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL �
<br /> O SPREAD FOOTfNG TYPE – REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAfNING BUILDINGS. MAY BE OMfTTED PER CIVIL AND GEOTECH APPROVAL �
<br /> ,� SCHEDULE GRAVEL OVER �IRM NATIVE SOILS OR STRUCTURAL F1LL COMPACTED � � _
<br /> TO 95% MAXIMUM DRY DENSfTY. SLOPE EXTERIOR SLABS 1 8 FT AWAY FROM BUILDING. �
<br /> sw# SHEARWALL TYPE – RE�ER TO 11/S1.2 FOR � � ., Joh No.: '13-47
<br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW o
<br /> �— HD � H�LDOWN TYPE – REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.:
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